Observations/Finding

As requested, a ASEC Inspector was present at the above referenced site for the purpose of observing the placement of structural fill in the area of lots 418 through 423 approximate size 50 feet by 210 feet.

Based on review of guidelines for fill placement, the required compaction for structural fill at the above mentioned area is 95 % of standard proctor. Based on visual observation and field measuring, the fill was placed in 8 to 12 inch thick lifts and compacted using CAT 815F sheepsfoot compactor(weight; 45,757 lbs.).

Based on density testing, the fill placed today at elevations between approximately -2 feet and -0 feet below finished grade was acceptable and in general accordance with fill placement guidelines. See attached density test results for more details.

The following are observations that were made at this time:

• The contractor continued removing unsuitable material. The excavations ware measured to be 164’x76’x1.5’, 92’x135’x2.5’, and 24’x44’x2.5’ respectively.
• Areas within the proposed roadways were being ut to grades and the material was being stockpiled for future use.